Hilti PROFIS Engineering 3.0.
95
www.hilti.group/content/hilti/CP/XX/en/non-transactional/light-pages/middle-east.html
Company: Page: 1
Address: Specifier:
Phone I Fax: | E-Mail:
Design: Concrete - Jun 19, 2024 Date: 6/19/2024
Fastening point:
Specifier's comments:
1 Input data
Anchor type and diameter: HIT-HY 200 + HAS-U 8.8 HDG M20
Item number: 2223915 HAS-U 8.8 HDG M20x400 (element) /
2045030 HIT-HY 200-A (adhesive)
Effective embedment depth: hef,act = 200.0 mm (hef,limit = - mm)
Material: 8.8
Evaluation Service Report: ESR-3187
Issued I Valid: 5/1/2021 | 3/1/2022
Proof: Design Method ACI 318-19 / Chem
Stand-off installation: without clamping (anchor); restraint level (anchor plate): 2.00; eb = 10.0 mm; t = 20.0 mm
2
Hilti Grout: CB-G EG, epoxy, fc,Grout = 120.00 N/mm
Anchor plate :
R lx x ly x t = 370.0 mm x 180.0 mm x 20.0 mm; (Recommended plate thickness: not calculated)
Profile: Advance UKB, 356 x 171 x 67; (L x W x T x FT) = 363.4 mm x 173.2 mm x 9.1 mm x 15.7 mm
Base material: cracked concrete, C35/45, fc' = 5,076 psi; h = 250.0 mm, Temp. short/long: 30/40 °C
Installation: hammer drilled hole, Installation condition: Dry
Reinforcement: tension: not present, shear: not present; no supplemental splitting reinforcement present
edge reinforcement: none or < No. 4 bar
R
- The anchor calculation is based on a rigid anchor plate assumption.
Geometry [mm] & Loading [kN, kNm]
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
1
Hilti PROFIS Engineering 3.0.95
www.hilti.group/content/hilti/CP/XX/en/non-transactional/light-pages/middle-east.html
Company: Page: 2
Address: Specifier:
Phone I Fax: | E-Mail:
Design: Concrete - Jun 19, 2024 Date: 6/19/2024
Fastening point:
1.1 Design results
Case Description Forces [kN] / Moments [kNm] Seismic Max. Util. Anchor [%]
1 Combination 1 N = 41.000; Vx = 112.000; Vy = 5.700; no 205
Mx = 0.000; My = 0.000; Mz = 0.000;
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
2
Hilti PROFIS Engineering 3.0.95
www.hilti.group/content/hilti/CP/XX/en/non-transactional/light-pages/middle-east.html
Company: Page: 3
Address: Specifier:
Phone I Fax: | E-Mail:
Design: Concrete - Jun 19, 2024 Date: 6/19/2024
Fastening point:
2 Proof I Utilization (Governing Cases)
Design values [kN] Utilization
Loading Proof Load Capacity bN / b V [%] Status
Tension Concrete Breakout Failure 41.000 96.947 43 / - OK
Shear Concrete edge failure in direction x+ 112.145 55.374 - / 203 not recommended
Loading bN bV z Utilization b N,V [%] Status
Combined tension and shear loads 0.423 2.025 1.000 205 not recommended
3 Warnings
• Please consider all details and hints/warnings given in the detailed report!
Fastening does not meet the design criteria!
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
3
Hilti PROFIS Engineering 3.0.95
www.hilti.group/content/hilti/CP/XX/en/non-transactional/light-pages/middle-east.html
Company: Page: 4
Address: Specifier:
Phone I Fax: | E-Mail:
Design: Concrete - Jun 19, 2024 Date: 6/19/2024
Fastening point:
4 Remarks; Your Cooperation Duties
• Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas
and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be
strictly complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior
to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you
put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by
you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with
regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to
interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability
for a specific application.
• You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for
the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do
not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software
in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or
damaged data or programs, arising from a culpable breach of duty by you.
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2024 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
